Protection works at Bandal River Source Under South Division, Dehradun.
Uttarakhand Jal Sansthan · Dehradun, Uttarakhand · Civil Works & Infrastructure · open
Key facts
- EMD: ₹3.2L
- Published: 17 Oct 2026
- Closing date: 12 Nov 2026
- Status: open
- Status as of: 22 Oct 2026 08:17 UTC
- Ministry: Government of Uttarakhand
- Department: Department of Drinking Water and Sanitation
- Office: Superintending Engineer (Urban), Uttarakhand Jal Sansthan
Description
Construction of river-source protection works and associated supply-main works at Bandal River Source under South Division, Dehradun. The tender uses a two-envelope, item-rate/admeasurement process. Completion period is 06 Months.
Eligibility & requirements
- Startup relaxation: No
- MSE relaxation: No
- Documents required: Valid registration certificate for executing water supply/sanitary works/building works in Uttarakhand Jal Sansthan, or registration by the time of contract signing if successful, Class III Digital Signature Certificate in the name of the authorized signatory, Demand Draft for the non-refundable bidding document fee of Rs. 4,720, Bid security original document or Bid-Securing Declaration in approved form, Affidavit regarding correctness of information furnished with the bid document
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Commercial terms
- Bid type: Item Rate/Admeasurement Contract
- Evaluation: Item Wise
- Make in India (MII): No
- MSE preference: No
Line items (36)
- Ambient Air Quality Monitoring — Qty: 1 No
- Surface Water Quality — Qty: 1 No
- Potable Water Quality — Qty: 1 No
- Noise Quality — Qty: 1 No
- Ambient Air Quality Monitoring — Qty: 1 No
- Surface Water Quality — Qty: 1 No
- Potable Water Quality — Qty: 1 No
- Noise Quality — Qty: 1 No
- Water sprinkling to supress dust to minimize the dust pollution during construction activity of project — Qty: 50 Hrs
- Environmental Management / OHS Occupational Health Safety Training — Qty: 2 No
- Excavation in foundation for retaining, breast walls etc, in all types of soils and rocks including all lead, lift and disposal of surplus material as per direction of engineer - in - charge, as per drawing and technical specifications Clause 305.1 of MORD Specifiction In Soil Mixed with boulders @75% — Qty: 1004.93 Cum
- In Soil Mixed with boulders @25% — Qty: 334.98 Cum
- Providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering - -All work upto plinth level 1:1.5:3 (1 Cement : 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size). Foundation — Qty: 268.21 Cum
- Wall — Qty: 381.64 Cum
- Supplying, fitting and placingTMT bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202. — Qty: 510.13 Qtl
- Hand Packed stone filling in back of wallls including cost of all materials, royality, T&P etc. complete — Qty: 261 Cum
- Providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering - -All work upto plinth level 1:4:8 (1 Cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size). — Qty: 61 Cum
- Protection works-----R.R.1:6 Stone masonry (395.40 Cum for Protection work and 86.60 Cum for supply main) — Qty: 482 Cum
- Providing of all materials, carting from site store to site of work, Lowering into trenches with true to alignment, Laying of MSERW Pipes grade Yst 210, Jointing by electric welding process with proper grade of electrodes suitable for jointing of water supply lines(Ador, L&T or equivalent electrodes) by cutting of pipes and making required bends by welding, completion of work with testing of pipe line etc complete. All MSERW Pipe as per design type. 350 mm dia MSERW — Qty: 130 Mtr
- Earth work in excavation by mechanical means (Hydraulic Excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan) including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. For pipe line in following strata including supply of labour, T&P. etc complete. Assuming that 75% pipe line is laid in trenches, it is estimated that 75% excavation will be in soil mixed with shingle, bajri & boulders and rest 25% will be in medium rock. In soil mixed with boulders @ 75 % — Qty: 71.08 Cum
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